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Sample Record for 2024-11-06-80

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000855 DEA: 021J3104 EFIS: 0220000057 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-R26.8/71.38
Work Description: Shingle Station Paving and Drainage.
Location Description: In Shasta County at various locations from 0.3 mile east of Shingletown Ridge Road to Lassen County Line.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-11-06-80
TL Number from the TL Form: 875957
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Preliminary
Type of Material: Soil
Sample Taken Date: 11/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2024
The quantity of what the sample constitutes: Culvert, Field No. HA-24-001_1
A brief description of the sample: 1 bag of Soil
From where was the sample collected: Job Site
Laboratory sample identification: D79773
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: In Situ

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 02-Sha-44-48.87 E/B, 0 – 1.5' depth
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-11-06-80-1
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 12/12/2024
Date Tested: 12/05/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 96 %
Cumulative percent passing the 3/8 in. sieve 95 %
Cumulative percent passing the #4 sieve 88 %
Cumulative percent passing the #8 sieve 80 %
Cumulative percent passing the #16 sieve 70 %
Cumulative percent passing the #30 sieve 60 %
Cumulative percent passing the #50 sieve 48 %
Cumulative percent passing the #100 sieve 36 %
Cumulative percent passing the #200 sieve 25 %
Cumulative Percent Passing on 5 Microns 11 %
Cumulative Percent Passing on 1 Micron 5 %

Test 2 of 2

DIME Test ID: 2024-11-06-80-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/12/2024
Date Tested: 12/12/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Liquid Limit Could not be determined. Material was nonplastic.
Test Result Compliance: not applicable
Additional Comments When Verified:
Plastic Index(PI) NP
Liquid Limit (LL) Undetermined %
Plastic Limit (PL) Undetermined %